The　polyethylene　naphthalene　(PEN)　and　polyethylene　terephthalate　(PET)　fibers　have　a　tensile　rupture　strain　of　over　5%,　and　hence　they　are　referred　to　as　large-rupture-strain　(LRS)　fiber　reinforced　polymer　(FRP)　materials.　Their　large　rupture　strain　characteristics　may　contribute　to　significant　improvement　of　the　impact　resistance　of　reinforced　concrete　(RC)　structures.　This　study　investigates　the　strain　rate　effect　on　LRS　FRP-confined　concrete　through　Split　Hopkinson　Pressure　Bar　(SHPB)　test.　Results　revealed　that　LRS　FRP-confined　concrete　specimens　exhibited　superior　impact　resistance　behaviors　compared　to　the　counterpart　confined　with　CFRP　composites　when　subjected　to　a　single　impact.　The　critical　strain,　compressive　strength　and　toughness　of　the　LRS　FRP-confined　concrete　specimen　increased　with　increasing　strain　rate.　Due　to　the　large　rupture　strain　characteristics,　the　LRS　FRP-confined　concrete　specimen　virtually　had　no　visible　damage　after　a　single　impact.　To　study　the　damage　evolution　mechanism　of　concrete,　the　specimens　were　impacted　for　multiple　times　with　the　same　energy　until　the　failure　of　the　specimen.　Due　to　progressive　concrete　damage,　the　dynamic　compressive　strength　and　toughness　experienced　a　decrease　during　multiple　impacts.　These　findings　might　promote　the　application　of　LRS　FRP　materials　in　the　field　of　impact　resistance　design　of　RC　structures　as　a　promising　external　jacketing　material.